| Plan Review Stops For Permit 21100762 |
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AD |
ADDRESSING |
| Rev No |
5 |
Status |
P |
Date |
2022-05-16 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2022-05-16 |
Time |
15:08 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2022-05-16 |
Time |
15:08 |
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| Notes |
| 2022-05-16 15:09:53 | THIS BUILDING HAS BEEN GIVEN THE PRIMARY ADDRES OF 740 | | | N DIXIE HWY, RETAIL SPACES FROM SOUTH TO NORTH HAVE | | | BEEN GIVEN THE FOLLOWING ADDRESSES: 712 N DIXIE HWY, | | | 714 N DIXIE HWY, 716 N DIXIE HWY, 718 N DIXIE HWY AND | | | 720 N DIXIE HWY, APARTMENTS UNITS HAVE BEEN APPROVED |
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| Review Stop |
AD |
ADDRESSING |
| Rev No |
4 |
Status |
F |
Date |
2022-04-11 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2022-04-11 |
Time |
16:57 |
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0.00 |
| Received By |
cpuell |
Date |
2022-04-11 |
Time |
16:57 |
Sent To |
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| Notes |
| 2022-04-11 16:57:45 | PREVIOUS COMMENTS NOT ADDRESSED |
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AD |
ADDRESSING |
| Rev No |
3 |
Status |
F |
Date |
2022-03-29 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2022-03-29 |
Time |
15:10 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2022-03-29 |
Time |
15:10 |
Sent To |
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| Notes |
| 2022-03-29 15:10:49 | APPLICANT NEEDS TO CONTACT ADDRESSING FOR UNIT NUMBERS | | | TO THE UPPER FLOORS TO BE APPROVED. PLEASE CONTACT | | | [email protected] OR CALL 561-805-6659 |
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| Review Stop |
AD |
ADDRESSING |
| Rev No |
2 |
Status |
P |
Date |
2022-01-20 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2022-01-20 |
Time |
09:20 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2022-01-20 |
Time |
09:20 |
Sent To |
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| Notes |
| 2022-01-20 09:22:21 | THIS BUILDING HAS BEEN GIVEN THE PRIMARY ADDRES OF 740 | | | N DIXIE HWY, RETAIL SPACES FROM SOUTH TO NORTH HAVE | | | BEEN GIVEN THE FOLLOWING ADDRESSES: 712 N DIXIE HWY, | | | 714 N DIXIE HWY, 716 N DIXIE HWY, 718 N DIXIE HWY AND | | | 720 N DIXIE HWY, UPDATED PERMIT TO REFLECT THE NEW | | | ADDRESS. APPLICANT INFORMED THAT THE APARTMENT UNIT | | | NUMBERS NEED TO BE APPROVED BY THE ADDRESSING | | | COORDINATOR. |
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| Review Stop |
AD |
ADDRESSING |
| Rev No |
1 |
Status |
F |
Date |
2021-11-05 |
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Cont ID |
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| Sent By |
cpuell |
Date |
2021-11-05 |
Time |
14:22 |
Rev Time |
0.00 |
| Received By |
cpuell |
Date |
2021-11-05 |
Time |
14:22 |
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| Notes |
| 2021-11-05 14:23:00 | PARCEL NEEDS TO BE READDRESSED SO THAT THE ENTRANCES ON | | | THE GROUND FLOOR FALL IN LINE WITH THE CITY'S ROAD | | | CENTER LINES. ADDRESSES THAT NEED TO BE ESTABLISHED | | | WOULD BE FOR THE TWO BUILDINGS, THE GROUND FLOOR | | | COMMERCIAL SPACE AND THE UNITS ON THE UPPER FLOORS. | | | PLEASE CONTACT [email protected] OR CALL 561-805-6659 TO | | | WORK ON THE READDRESSING ISSUES. |
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| Review Stop |
AIPP |
ART IN PUBLIC PLACES |
| Rev No |
1 |
Status |
P |
Date |
2022-03-08 |
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Cont ID |
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| Sent By |
scwelter |
Date |
2021-11-10 |
Time |
14:58 |
Rev Time |
0.00 |
| Received By |
scwelter |
Date |
2022-03-08 |
Time |
14:48 |
Sent To |
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| Notes |
| 2021-11-10 14:59:34 | REQUIREMENT COMPLETED 3.08.2022 | | | | | | PUBLIC ART REQUIREMENT: | | | TOTAL CONSTRUCTION COSTS OF THIS DEVELOPMENT ARE OVER | | | $500,000 IT IS SUBJECT TO THE PUBLIC ART REQUIREMENT AS | | | PER CITY ORDINANCE. | | | SECTION 78-129: ALL PRIVATE DEVELOPMENT PROJECTS, | | | INCLUDING NEW CONSTRUCTION, OR THE RENOVATION OR | | | IMPROVEMENT OF AN EXISTING BUILDING, WHERE TOTAL | | | CONSTRUCTION COSTS ARE EQUAL TO OR GREATER THAN | | | $500,000 ARE SUBJECT TO THE PUBLIC ART REQUIREMENT. | | | OPTION 1: INSTALL ARTWORK ON THE DEVELOPMENT SITE | | | VALUED IN AN AMOUNT NOT LESS THAN ONE PERCENT OF THE | | | TOTAL CONSTRUCTION COSTS; OR | | | OPTION 2: CONTRIBUTE AN AMOUNT EQUAL TO 75 PERCENT OF | | | ONE PERCENT OF THE TOTAL CONSTRUCTION COSTS FOR DEPOSIT | | | TO THE PUBLIC ART ACCOUNT. | | | A COMPLETED PUBLIC ART ASSESSMENT APPLICATION IS | | | REQUIRED AT TIME OF BUILDING PERMIT SUBMITTAL. | | | | | | CONTACT SYBILLE WELTER, ADMINISTRATOR OF PUBLIC ART & | | | CULTURE AT [email protected] TO OBTAIN AN ART ASSESSMENT | | | APPLICATION AND REVIEW THE REQUIREMENTS. | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2022-04-26 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-04-26 |
Time |
13:19 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-04-26 |
Time |
13:19 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2022-03-09 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-03-09 |
Time |
14:02 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-03-08 |
Time |
13:00 |
Sent To |
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| Notes |
| 2022-03-09 13:52:30 | NEW RESIDENTIAL 8 STORY | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) POOL BARRIER GATE SHOWN ON DRAWING 064 L3-4-05 | | | SHOULD BE 48" HIGH PER FBC 454.1.3.1.9 | | | | | | 2) PLEASE SEE THE EXCEPTIONS - THE FIRE RATING OF THE | | | WALLS SHOULD BE THE SAME (STAIR AND CORRIDOR) - - STAIR | | | NUMBER 3 SHOULD NOT TERMINATE AT A 1 HR RATED CORRIDOR | | | - FBC 1023.3 TERMINATION. | | | INTERIOR EXIT STAIRWAYS AND RAMPS SHALL TERMINATE AT AN | | | EXIT DISCHARGE OR A PUBLIC WAY. | | | | | | EXCEPTIONS: 1.NOT MORE THAN 50 PERCENT OF THE NUMBER | | | AND MINIMUM WIDTH OR REQUIRED CAPACITY OF INTERIOR EXIT | | | STAIRWAYS AND RAMPS IS PERMITTED TO EGRESS THROUGH | | | AREAS ON THE LEVEL OF DISCHARGE PROVIDED ALL OF THE | | | FOLLOWING CONDITIONS ARE MET: | | | | | | 1.2.THE ENTIRE AREA OF THE LEVEL OF EXIT DISCHARGE IS | | | SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING | | | TO THE FIRE-RESISTANCE RATING FOR THE ENCLOSURE. | | | | | | 1.3.THE EGRESS PATH FROM THE INTERIOR EXIT STAIRWAY AND | | | RAMP ON THE LEVEL OF EXIT DISCHARGE IS PROTECTED | | | THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. | | | PORTIONS OF THE LEVEL OF EXIT DISCHARGE WITH ACCESS TO | | | THE EGRESS PATH SHALL BE EITHER EQUIPPED THROUGHOUT | | | WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN | | | ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, OR | | | SEPARATED FROM THE EGRESS PATH IN ACCORDANCE WITH THE | | | REQUIREMENTS FOR THE ENCLOSURE OF INTERIOR EXIT | | | STAIRWAYS OR RAMPS. | | | | | | 1.4.WHERE A REQUIRED INTERIOR EXIT STAIRWAY OR RAMP AND | | | AN EXIT ACCESS STAIRWAY OR RAMP SERVE THE SAME FLOOR | | | LEVEL AND TERMINATE AT THE SAME LEVEL OF EXIT | | | DISCHARGE, THE TERMINATION OF THE EXIT ACCESS STAIRWAY | | | OR RAMP AND THE EXIT DISCHARGE DOOR OF THE INTERIOR | | | EXIT STAIRWAY OR RAMP SHALL BE SEPARATED BY A DISTANCE | | | OF NOT LESS THAN 30 FEET (9144 MM) OR NOT LESS THAN | | | ONE-FOURTH THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL | | | DIMENSION OF THE BUILDING, WHICHEVER IS LESS. THE | | | DISTANCE SHALL BE MEASURED IN A STRAIGHT LINE BETWEEN | | | THE EXIT DISCHARGE DOOR FROM THE INTERIOR EXIT STAIRWAY | | | OR RAMP AND THE LAST TREAD OF THE EXIT ACCESS STAIRWAY | | | OR TERMINATION OF SLOPE OF THE EXIT ACCESS RAMP. | | | | | | 3) PLEASE SHOW THAT DOORS THAT OPEN INTO THE EXIT | | | ACCESS CORRIDORS SUCH AS GROUND FLOOR DOOR AT STAIR #3 | | | DOOR (S116) AND ELECTRIC. ROOM DOOR (S126.1) COMPLY | | | WITH FBC 1005.7.1 DOORS. | | | DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED | | | WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY | | | POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE | | | THAN ONE-HALF. | | | | | | 4) DRAWING A-10.2.2 - UNIT C3 - PLEASE SHOW THAT THE | | | WALLS AROUND THE SHOWER AT THE FAUCET REQUIRE GRAB BAR | | | BACKING FBC ACCESSIBILITY FAIR HOUSING. | | | | | | 5) ON THE UNIT PLAN THE CORRIDOR WALLS ARE MARKED AS | | | WALL #4 - THE WALL SCHEDULE FOR WALL #4 DOES NOT SHOW | | | THE REQUIRED STC REQUIREMENT. PLEASE SHOW HOW THE STC | | | SOUND RATING IS PROVIDED FOR THE WALLS - WHERE REQUIRED | | | PER FBC 1207.2 AIRBORNE SOUND. | | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | | SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM EACH | | | OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A | | | SOUND TRANSMISSION CLASS OF NOT LESS THAN 50, OR NOT | | | LESS THAN 45 IF FIELD TESTED, FOR AIRBORNE NOISE WHEN | | | TESTED IN ACCORDANCE WITH ASTM E90. ALTERNATIVELY, THE | | | SOUND TRANSMISSION CLASS OF WALLS, PARTITIONS AND | | | FLOOR/CEILING ASSEMBLIES SHALL BE ESTABLISHED BY | | | ENGINEERING ANALYSIS BASED ON A COMPARISON OF WALLS, | | | PARTITIONS AND FLOOR/CEILING ASSEMBLIES HAVING SOUND | | | TRANSMISSION CLASS RATINGS AS DETERMINED BY THE TEST | | | PROCEDURES SET FORTH IN ASTM E90. | | | | | | 6) ON THE UNIT PLANS SOME OF THE WALLS BETWEEN THE | | | CORRIDOR AND UNITS ARE SHOWN TO BE FIRE RATED SOME ARE | | | NOT - PLEASE CORRECT. | | | | | | 7) THE EGRESS CORRIDOR BESIDE STAIR #3 SHOWS THE FLOOR | | | TO BE RAMPED AND ALSO SHOWS STAIR ON THE RAMP - PLEASE | | | CLARIFY | | | | | | 8) DRAWING A-5.2.2 DETAIL 13 - SHOWS GRAB BAR HEIGHT AT | | | 3'3" - TYPO? | | | | | | 9) THE STRUCTURAL DRAWINGS NEED TO SHOW - - THRESHOLD | | | BLDG. REQUIRED STATEMENT: W.P.B. AMENDMENT 110.8.4.4 | | | ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE | | | SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF | | | RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF | | | THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND | | | SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM | | | BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS | | | AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH | | | THIS SECTION AND CHAPTER 633 FLORIDA STATUTES. | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2021-12-21 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2021-12-21 |
Time |
14:27 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-12-15 |
Time |
15:01 |
Sent To |
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| Notes |
| 2021-12-21 14:22:39 | NEW RESIDENTIAL 8 STORY | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | | AMENDMENT | | | | | | CORRECTIONS NEEDED - | | | | | | 1) PLEASE PROVIDE A SOIL REPORT (GEOTECHNICAL REPORT). | | | | | | 2) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE | | | INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE | | | PRODUCT APPROVALS FOR THE EXTERIOR WINDOWS, EXTERIOR | | | DOORS, ROOFING SYSTEMS ETC. - ALL PRODUCT APPROVALS | | | NEED TO BE REVIEWED AND MARKED APPROVED BY THE BUILDING | | | DESIGNER OF RECORD FBC WPB 107.3.4 | | | | | | 3) POOL BARRIER GATE SHOWN ON DRAWING 064 L3-4-05 | | | SHOULD BE 48" HIGH PER FBC 454.1.3.1.9 | | | | | | 4) STAIR NUMBER 3 SHOULD NOT TERMINATE AT A 1 HR RATED | | | CORRIDOR - FBC 1023.3 TERMINATION. | | | INTERIOR EXIT STAIRWAYS AND RAMPS SHALL TERMINATE AT AN | | | EXIT DISCHARGE OR A PUBLIC WAY. | | | | | | 5) PLEASE SHOW THAT DOORS THAT OPEN INTO THE EXIT | | | ACCESS CORRIDORS SUCH AS DOOR S226, SX25 ETC. COMPLY | | | WITH FBC 1005.7.1 DOORS. | | | DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED | | | WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY | | | POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE | | | THAN ONE-HALF. | | | | | | 6) DRAWING A-10.2.1 - UNIT A4 - PLEASE SHOW THAT THE | | | WALLS AROUND THE TOILET REQUIRE GRAB BAR BACKING FBC | | | ACCESSIBILITY FAIR HOUSING. | | | | | | 7) PLEASE SHOW HOW THE STC SOUND RATING IS PROVIDED FOR | | | THE WALLS - WHERE REQUIRED PER FBC 1207.2 AIRBORNE | | | SOUND. | | | WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES | | | SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM EACH | | | OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A | | | SOUND TRANSMISSION CLASS OF NOT LESS THAN 50, OR NOT | | | LESS THAN 45 IF FIELD TESTED, FOR AIRBORNE NOISE WHEN | | | TESTED IN ACCORDANCE WITH ASTM E90. ALTERNATIVELY, THE | | | SOUND TRANSMISSION CLASS OF WALLS, PARTITIONS AND | | | FLOOR/CEILING ASSEMBLIES SHALL BE ESTABLISHED BY | | | ENGINEERING ANALYSIS BASED ON A COMPARISON OF WALLS, | | | PARTITIONS AND FLOOR/CEILING ASSEMBLIES HAVING SOUND | | | TRANSMISSION CLASS RATINGS AS DETERMINED BY THE TEST | | | PROCEDURES SET FORTH IN ASTM E90. | | | | | | 8) FOR THE FINISH FLOORING IN THE UNITS ABOVE THE 1ST | | | FLOOR - OTHER THAN CARPET - 1) THE FOLLOWING ACUSTICAL | | | TEST REPORTS ARE REQUIRED: | | | | | | MANUFACTURER SPEC SHEETS ARE NOT ACCEPTABLE DUE TO | | | DISCREPANCIES BETWEEN SPEC SHEETS/BROCHURES AND TEST | | | REPORTS FOR SOME MANUFACTURERS (NOT NECESSARILY THE | | | MANUFACTURER SELECTED; THIS IS A GENERAL COMMENT) | | | | | | A. FBC 1207.2, FLOOR/CEILING ASSEMBLIES SEPARATING | | | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR | | | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS | | | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR AIR | | | BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E 90.. | | | PROVIDE A COPY OF THE TEST REPORT. (A DROP CEILING | | | SHOULD NOT BE INCLUDED IN THE FLOOR/CEILING ASSEMBLY | | | DESCRIPTION UNLESS THE UNIT MATCHES THE TESTED DROP | | | CEILING DESCRIPTION) | | | | | | B. FBC 1207.3, FLOOR/CEILING ASSEMBLIES BETWEEN | | | DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC | | | OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN | | | IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN | | | 50 (45 IF FIELD TESTED) WHEN TESTED IN ACCORDANCE WITH | | | ASTM E 492. PROVIDE A COPY OF THE TEST REPORT. (A DROP | | | CEILING SHOULD NOT BE INCLUDED IN THE FLOOR/CEILING | | | ASSEMBLY DESCRIPTION UNLESS THE UNIT MATCHES THE TESTED | | | DROP CEILING DESCRIPTION) | | | | | | C. FBC 603.1, ALLOWABLE MATERIALS IN NON COMBUSTIBLE | | | BUILDINGS, SEE ITEM 2, EXCEPTION 2, ACOUSTICAL | | | INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID | | | DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED | | | TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200. SEE | | | 803.1.1, PROVIDE TEST DATA IN ACCORDANCE WITH ASTM E 84 | | | OR UL 723. (DO NOT NEED THIS REPORT IF THE PADDING IS | | | ATTACHED TO THE FLOORING) | | | | | | 9) DEFERRED SUBMITTALS NEED TO BE LISTED ON THE | | | DRAWINGS - FBC WPB 107.3.4.1 DEFERRED SUBMITTALS. FOR | | | THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE | | | DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT | | | SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE | | | TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A | | | SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL | | | HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE | | | REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE | | | SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION | | | DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. | | | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE | | | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN | | | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD | | | THEM TO THE BUILDING OFFICIAL WITH A NOTATION | | | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE | | | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO | | | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL | | | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED | | | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING | | | OFFICIAL. | | | | | | 10) PLEASE SHOW COMMON AREA RESTROOM WALLS AND BASE | | | BOARDS TO COMPLY WITH FBC 1210.2.2 WALLS AND | | | PARTITIONS. | | | WALLS AND PARTITIONS WITHIN 2 FEET (610 MM) OF SERVICE | | | SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, | | | HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS | | | THAN 4 FEET (1219 MM) ABOVE THE FLOOR, | | | FBC 1210.2.1FLOORS AND WALL BASES. | | | IN OTHER THAN DWELLING UNITS, TOILET, BATHING AND | | | SHOWER ROOM FLOOR FINISH MATERIALS SHALL HAVE A SMOOTH, | | | HARD, NONABSORBENT SURFACE. THE INTERSECTIONS OF SUCH | | | FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, | | | NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE | | | WALLS NOT LESS THAN 4 INCHES (102 MM). (DRYWALL IS NOT | | | CONSIDERED A HARD SURFACE) | | | | | | 11) PLEASE SHOW THE WIDTH OF STAIR NUMBER 3 - FBC | | | 1011.2 WIDTH AND CAPACITY. | | | THE REQUIRED CAPACITY OF STAIRWAYS SHALL BE DETERMINED | | | AS SPECIFIED IN SECTION 1005.1, BUT THE MINIMUM WIDTH | | | SHALL BE NOT LESS THAN 44 INCHES (1118 MM). | | | |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
3 |
Status |
P |
Date |
2022-05-05 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2022-05-05 |
Time |
16:42 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-05-05 |
Time |
16:19 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
F |
Date |
2022-03-28 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2022-03-24 |
Time |
16:18 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-03-24 |
Time |
16:18 |
Sent To |
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| Notes |
| 2022-03-28 08:33:50 | FLORIDA BUILDING CODE 2020 7TH EDITION | | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED | | | NFPA 70 2017 EDITION | | | | | | JAKE LEAHY | | | ELECTRICAL PLANS EXAMINER II | | | 561-805-6713 | | | [email protected] | | | | | | 700.3(F) TEMPORARY SOURCE OF POWER FOR MAINTENANCE OR | | | REPAIR OF THE ALTERNATE SOURCE OF POWER. IF THE | | | EMERGENCY SYSTEM RELIES | | | ON A SINGLE ALTERNATE SOURCE OF POWER, WHICH WILL BE | | | DISABLED FOR MAINTENANCE OR REPAIR, THE EMERGENCY | | | SYSTEM SHALL INCLUDE | | | PERMANENT SWITCHING MEANS TO CONNECT A PORTABLE OR | | | TEMPORARY ALTERNATE SOURCE OF POWER, WHICH SHALL BE | | | AVAILABLE FOR THE | | | DURATION OF THE MAINTENANCE OR REPAIR. THE PERMANENT | | | SWITCHING MEANS TO CONNECT A PORTABLE OR TEMPORARY | | | ALTERNATE SOURCE | | | OF POWER SHALL COMPLY WITH THE FOLLOWING: | | | (1) CONNECTION TO THE PORTABLE OR TEMPORARY ALTERNATE | | | SOURCE OF POWER SHALL NOT REQUIRE MODIFICATION OF THE | | | PERMANENT | | | SYSTEM WIRING. | | | (2) TRANSFER OF POWER BETWEEN THE NORMAL POWER SOURCE | | | AND THE EMERGENCY POWER SOURCE SHALL BE IN ACCORDANCE | | | WITH | | | 700.12. | | | (3) THE CONNECTION POINT FOR THE PORTABLE OR TEMPORARY | | | ALTERNATE SOURCE SHALL BE MARKED WITH THE PHASE | | | ROTATION AND | | | SYSTEM BONDING REQUIREMENTS. | | | (4) MECHANICAL OR ELECTRICAL INTERLOCKING SHALL PREVENT | | | INADVERTENT INTERCONNECTION OF POWER SOURCES. | | | (5) THE SWITCHING MEANS SHALL INCLUDE A CONTACT POINT | | | THAT SHALL ANNUNCIATE AT A LOCATION REMOTE FROM THE | | | GENERATOR | | | OR AT ANOTHER FACILITY MONITORING SYSTEM TO INDICATE | | | THAT THE PERMANENT EMERGENCY SOURCE IS DISCONNECTED | | | FROM | | | THE EMERGENCY SYSTEM. IT SHALL BE PERMISSIBLE TO | | | UTILIZE MANUAL SWITCHING TO SWITCH FROM THE PERMANENT | | | SOURCE OF POWER TO THE PORTABLE OR TEMPORARY | | | ALTERNATE SOURCE OF POWER AND TO UTILIZE THE SWITCHING | | | MEANS FOR CONNECTION OF A LOAD BANK. |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
F |
Date |
2022-01-06 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2022-01-06 |
Time |
10:52 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2022-01-05 |
Time |
16:03 |
Sent To |
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| Notes |
| 2022-01-06 11:01:19 | ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW. | | | | | | FLORIDA BUILDING CODE 2020 7TH EDITION | | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH ED | | | NFPA 70 2017 EDITION | | | | | | JAKE LEAHY BN, BU, PX | | | ELECTRICAL PLANS EXAMINER II | | | 561-805-6713 | | | [email protected] | | | | | | PAGE E.5.2.1 | | | | | | 1) FEED TO FIRE PUMP CONTROLLER SHOWS NO WIRE SIZES | | | FROM FPL TRANSFORMER. | | | | | | 2) FAULT CURRENT CALCULATION NOT SHOWN FOR SERVICE AND | | | FEEDERS. 110.9, 110.10 | | | | | | 3) EMERGENCY RISER NOT SHOWN. PLEASE INDICATE THE WIRE | | | SIZES ON THE RISER. | | | | | | 4) PANEL UDP HAS 1200, AND 2000 AMPERE MAINS PLEASE | | | SHOW HOW 240.87 COMPLIANCE WILL BE HANDLED. | | | PANEL DPS HAS A 1400 AMPERS MAIN PLEASE SHOW HOW 240.87 | | | COMPLIANCE WILL BE HANDLED. | | | | | | 5) RISER SHOWS ELEVATOR 1 AND 2 BUT PLANS ONLY SHOW | | | ELEVATORS 3 AND 4. | | | | | | 6) ELEVATORS ARE SHOWN BEING CONNECTED TO PANEL ERN | | | WHICH IS NOT SHOWN ON THIS RISER. | | | | | | 6) RISER DOES NOT SPECIFY WHAT SIZE GENERATOR IS BEING | | | USED, GENERATOR PAGE E.7.2.3 SHOWS TWO GENERATORS? | | | | | | 7) SEPARATE PERMITS ARE REQUIRED FOR THE FOLLOWING | | | SYSTEMS. LOW VOLTAGE, FIRE ALARM, GENERATOR, POOL, BDA | | | | | | PAGE E4.2.1 | | | | | | 1) UNITS A1, A1.1, A2, A3 NEED ADDITIONAL OUTLETS IN | | | KITCHEN BETWEEN STOVE AND SINK. 210.52 | | | |
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ENG |
ENGINEERING CSD |
| Rev No |
4 |
Status |
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Date |
2022-05-16 |
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rrossano |
Date |
2022-05-16 |
Time |
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rrossano |
Date |
2022-05-16 |
Time |
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ENG |
ENGINEERING CSD |
| Rev No |
3 |
Status |
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Date |
2022-04-13 |
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rrossano |
Date |
2022-04-13 |
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rrossano |
Date |
2022-04-13 |
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| 2022-04-13 12:38:57 | UNDER FORMAL ENGINEERING SUBMITTAL REVIEW. |
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ENG |
ENGINEERING CSD |
| Rev No |
2 |
Status |
F |
Date |
2022-02-28 |
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rrossano |
Date |
2022-02-28 |
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rrossano |
Date |
2022-02-28 |
Time |
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Sent To |
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| Notes |
| 2022-02-28 08:35:27 | UNDER FORMAL ENGINEERING SUBMITTAL REVIEW. |
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ENG |
ENGINEERING CSD |
| Rev No |
1 |
Status |
F |
Date |
2021-11-08 |
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rrossano |
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2021-11-08 |
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2021-11-08 |
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| Notes |
| 2021-11-08 11:57:29 | FORMAL ENGINEERINMG SUBMITTAL IS REQUIRED. | | | | | | RICK ROSSANO, SENIOR PROJECT COORDINATOR, | | | CITY OF WPB ENGINEERING SERVICES DEPARTMENT | | | DIRECT: (561) 494-1098, FAX: (561) 494-1116, MOBILE: | | | (561) 246-9525 | | | EMAIL: [email protected] | | | HTTPS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING- | | | STANDARDS | | | |
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FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
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2022-03-03 |
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pleduc |
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2022-03-03 |
Time |
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0.00 |
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pleduc |
Date |
2022-02-28 |
Time |
16:24 |
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FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
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2021-11-23 |
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pleduc |
Date |
2021-11-23 |
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0.00 |
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pleduc |
Date |
2021-11-23 |
Time |
14:42 |
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| Notes |
| 2021-11-23 14:54:33 | THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE | | | MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | | | | | | | 1) SHEET A 1.2 - THERE IS ARE INDICATIONS OF 2 EXITS | | | FROM THE POOL DECK WITH 46" WIDTH AST EACH EXIT. | | | | | | THE TOTAL OCCUPANCY PROPOSED IS 41 FOR THE POOL + 390 | | | FOR THE POOL DECK68 FOR THE LOUNGE = 499. | | | | | | THE TOTAL OCUPANCY LOAD FOR THE EXITS IS 46"X 2 /.2= | | | 460. | | | | | | THERE IS INSUFFICIENT EXIT WIDTH FOR THE POOL DECK. | | | | | | PLEASE REVIEW AND CORRECT OR PROVIDE A DETAIL | | | NARRATIVE, CODE REFERNECES AND DETAILED OCCUPANCY LOAD | | | CALCULATIONS. | | | | | | | | | | | | 2) SHEET C 17 - ALL FIRE LINE UNDERGROUND INCLUDING | | | FDC, DDCV AND PRIVATE FIRE HYDRANTS SHALL BE INSTALLED | | | PER NFPA 24 BY A FLORIDA CERTIFIED UNDERGROUND | | | CONTRACTOR AND UNDER SEPARATE PERMIT AND SHOP DRAWINGS. | | | | | | PLEASE ENSURE COMPLIANCE AND PROVIDE AN APPLICABLE NOTE | | | OF ACKNOWLEDGMENT. | | | | | | | | | | | | 3) SHEET ELECTICAL - THERE IS NO INDICATION TO PROVIDE | | | FOR EMERGENCY RADIO COMMUNICATIONS. | | | | | | NFPA 1, CHAPTER 11, BUILDING SERVICES; 11.10 TWO-WAY | | | RADIO ENHANCEMENT SERVICES. | | | 11.10.1 IN ALL NEW AND EXISTING BUILDINGS, MINIMUM | | | RADIO SIGNAL STRENGTH FOR FIRE DEPARTMENT | | | COMMUNICATIONS SHALL BE MAINTAINED AT A LEVEL | | | DETERMINED BY THE AHJ. | | | NFPA 72, 24.9 TWO-WAY RADIO COMMUNICATIONS ENHANCEMENT | | | SYSTEMS. | | | 24.9.1 GENERAL. | | | 24.9.1.1 NON-INTERFERENCE. NO AMPLIFICATION SYSTEM | | | CAPABLE | | | OF OPERATING ON FREQUENCIES OR CAUSING INTERFERENCE ON | | | FREQUENCIES | | | ASSIGNED TO THE JURISDICTION BY THE FCC SHALL BE | | | INSTALLED | | | WITHOUT PRIOR COORDINATION AND APPROVAL OF THE | | | AUTHORITY | | | HAVING JURISDICTION. THE BUILDING MANAGER/OWNER SHALL | | | SUSPEND AND CORRECT OTHER EQUIPMENT INSTALLATIONS THAT | | | DEGRADE | | | THE PERFORMANCE OF THE PUBLIC SAFETY RADIO SYSTEM OR | | | PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM. | | | 24.9.1.2 APPROVAL AND PERMIT. PLANS SHALL BE SUBMITTED | | | FOR | | | APPROVAL PRIOR TO INSTALLATION. AT THE CONCLUSION OF | | | SUCCESSFUL | | | ACCEPTANCE TESTING, A RENEWABLE PERMIT SHALL BE ISSUED | | | FOR THE | | | PUBLIC SAFETY RADIO ENHANCEMENT SYSTEM WHERE REQUIRED | | | BY | | | THE AUTHORITY HAVING JURISDICTION. | | | | | | THE SYSTEM SHALL MAINTAIN A MINIMUM RADIO SIGNAL | | | STRENGTH OF -95 DBM FOR THE RADIO SYSTEM USED BY WEST | | | PALM BEACH FIRE DEPARTMENT. TESTING SHALL BE BY AN | | | ACCEPTABLE NATIONAL STANDARD DOCUMENTING PERCENTAGES | | | NOTED ABOVE AND BY ACTUAL RADIO TESTING BY FIRE | | | PERSONNEL. IF THE MINIMUM CANNOT BE MAINTAINED, A | | | BI-DIRECTIONAL AMPLIFIED SYSTEM SHALL BE INSTALLED WITH | | | A MINIMUM 2-HOUR RUN TIME BATTERY BACK-UP. | | | PLEASE CONTACT MARK FILLA, PALM BEACH COUNTY PUBLIC | | | SAFETY RADIO SYSTEMS MANAGER, [email protected], | | | 561-233-0837; AS OUR RADIOS OPERATE ON THEIR SYSTEM FOR | | | DETAILED RADIO FREQUENCY AND INSTALLATION INSTRUCTIONS. | | | | | | PLEASE REVIEW AND PROVIDE AN APPLICABLE NOTE OF | | | ACKNOWLEDGMENT. | | | | | | | | | | | | 4) SHEET ELECTICAL - THERE IS NO INDICATION TO PROVIDE | | | FOR A FIRE ALARM SYSTEM. | | | | | | PER F.A.C. 61 G | | | | | | PLEASE PROVIDE FOR A FIRE LARM SYSTEM TO BE INSTALLED | | | UNDER SEPARATE PERMIT AND SHOP DRAWINGS. | | | | | | | | | 5) SHEET FIRE SPRINKLER - THERE IS NO INDICATION TO | | | PROVIDE FOR A FIRE SPRINKLER SYSTEM. | | | | | | PER FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.004, | | | FIRE PROTECTION ENGINEERING DOCUMENTS SHALL INCLUDE THE | | | POINT OF SERVICE FOR THE WATER SUPPLY, A LIST OF | | | APPLICABLE NFPA STANDARDS APPLICABLE TO THE PROJECT, | | | CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR | | | AREA, SUPPRESSION SYSTEM TYPE, DESIGN DENSITIES, WATER | | | SUPPLY DATA (FIRE PUMP DATA, HYDRANT FLOW TEST DATA) | | | AND ANY PERFORMANCE BASED INFORMATION SUCH AS | | | PRE-ENGINEERED SYSTEMS. | | | | | | THIS INFORMATION SHALL BE PROVIDED IN THIS MASTER PERMI | | | WITH SHOP DRAWINGS BEING SUBMITTED UNDER SEPARATE | | | PERMIT. | | | | | | PLEASE PROVIDE THE REQUIRED FS DOCUMENTS IN PLAN | | | DRAWINGS OR NARRATIVE FORM SIGNED AND SELAED BY THE | | | EOR. | | | | | | | | | | | | 6) SHEET A 2 2 1 - THERE IS AN INDICATION OF AN | | | ELECTRIC FIRE PUMP AND A GENERATOR. | | | | | | PLEASE PROVIDE CLARIFICATION/VERIFICATION THAT THE FIRE | | | PUMP IS BACKED-UP BY THE GENERATOR AS REQUIRED BY NFPA | | | 20 & 70. | | | | | | | | | | | | 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET | | | REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE | | | ABOVE. | | | | | | | | | | | | 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE | | | RE-SUBMITTAL OF THE ABOVE. | | | | | | PETER LEDUC | | | FIRE MARSHAL | | | 561-804-4709 | | | [email protected] | | | | | | | | | |
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I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2022-05-13 |
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Cont ID |
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lmarchan |
Date |
2022-05-13 |
Time |
09:29 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-04-07 |
Time |
11:00 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2022-03-25 |
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| Sent By |
aoliver |
Date |
2022-03-25 |
Time |
09:39 |
Rev Time |
0.00 |
| Received By |
aoliver |
Date |
2022-02-24 |
Time |
08:47 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2022-01-10 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2022-01-10 |
Time |
09:38 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2021-11-05 |
Time |
12:53 |
Sent To |
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| Notes |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
2 |
Status |
P |
Date |
2022-05-23 |
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Cont ID |
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| Sent By |
lmarchan |
Date |
2022-05-23 |
Time |
14:02 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2022-05-02 |
Time |
08:27 |
Sent To |
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| Notes |
| 2022-05-23 10:22:09 | RECEIPT MU-2022-019864 - $844,474.02 PAID | | 2022-05-02 08:28:01 | 5/2/22 EMAILED IMPACT OFFICE TO REVIEW. LEM |
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IMPACT |
COUNTY IMPACT FEES |
| Rev No |
1 |
Status |
F |
Date |
2021-12-21 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2021-12-21 |
Time |
14:43 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-12-21 |
Time |
14:43 |
Sent To |
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| Notes |
| 2021-12-21 14:44:27 | PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE | | | DIGITALLY VIA PROJECTDOX UPON NOTIFICATION BY THIS | | | OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST | | | FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE | | | OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL | | | IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME | | | THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM | | | CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS | | | TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF | | | | | | UPON APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE | | | RECEIPT TO YOUR PROJECT OR EMAIL IT TO | | | [email protected] . | | | |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
3 |
Status |
P |
Date |
2022-04-27 |
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Cont ID |
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medwards |
Date |
2022-04-27 |
Time |
06:54 |
Rev Time |
0.00 |
| Received By |
medwards |
Date |
2022-04-27 |
Time |
06:54 |
Sent To |
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| Notes |
| 2022-04-27 06:55:49 | APPROVED WITH PRIVISO: | | | | | | BASED ON FMC 403.3.1.1 AND TABLE 403.3.1.1 THE OUTDOOR | | | AIR REQUIRED FOR THE 1335 SQ FT WEIGHTROOM MUST BE A | | | MINIMUM OF 360 CFMS. |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
F |
Date |
2022-03-11 |
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Cont ID |
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medwards |
Date |
2022-03-11 |
Time |
11:16 |
Rev Time |
0.00 |
| Received By |
medwards |
Date |
2022-03-11 |
Time |
11:15 |
Sent To |
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| Notes |
| 2022-03-11 11:15:54 | 2ND REVIEW FBC-2020 MECHANICAL | | | PERMIT-21100762 | | | | | | CODES IN EFFECT: | | | | | | FBC B- FLORIDA BUILDING CODE | | | FBC M- FLORIDA MECHANICAL CODE | | | FBC EC- FLORIDA ENERGY CONSERVATION | | | FBC FG- FLORIDA FUEL GAS | | | FBC EX- FLORIDA EXISTING BUILDING CODE | | | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE | | | FS- FLORIDA STATUTES | | | FAC- FLORIDA ADMINISTRATIVE CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | | | | 1) SHEET M-6.2.3: PLEASE USE THE OCCUPANCY | | | CLASSIFICATION FROM TABLE 403.3.1.1 TO IDENTIFY THE | | | FITNESS AREA AND THE YOGA ROOM I.E. HEALTH CLUB/WEIGHT | | | ROOM OR HEALTH CLUB/AEROBICS ROOM. I CANNOT VERIFY THE | | | OUTDOOR AIR CALCULATIONS UNTIL THESE OCCUPANCIES HAVE | | | BEEN ADDED. PLEASE PROVIDE THE OUTDOOR AIR CALCULATIONS | | | FOR EACH OCCUPANCY CLASSIFICATION BASED ON FBC M | | | 403.3.1.1 AND THEN TABLE 403.3.1.1. THE TABLE MUST BE | | | USED AND NOT THE EGRESS OCCUPANT COUNT. | | | | | | | | | | | | | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM. | | | | | | MICHAEL EDWARDS | | | MECHANICAL EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL. 33401 | | | 561-805-6728 | | | [email protected] | | | |
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M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
F |
Date |
2021-11-30 |
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Cont ID |
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medwards |
Date |
2021-11-30 |
Time |
10:57 |
Rev Time |
0.00 |
| Received By |
medwards |
Date |
2021-11-30 |
Time |
08:43 |
Sent To |
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| Notes |
| 2021-11-30 10:57:26 | 1ST REVIEW FBC-2020 MECHANICAL | | | PERMIT-21100762 | | | | | | CODES IN EFFECT: | | | | | | FBC B- FLORIDA BUILDING CODE | | | FBC M- FLORIDA MECHANICAL CODE | | | FBC EC- FLORIDA ENERGY CONSERVATION | | | FBC FG- FLORIDA FUEL GAS | | | FBC EX- FLORIDA EXISTING BUILDING CODE | | | FBC RES- FLORIDA RESIDENTIAL BUILDING CODE | | | FS- FLORIDA STATUTES | | | FAC- FLORIDA ADMINISTRATIVE CODE | | | WPB- WEST PALM BEACH AMENDMENTS TO THE FBC | | | | | | PLAN REVIEW RESULTS: DENIED. | | | | | | 1) SHEET M-2.2.1: PLEASE ADD A NOTE ON THE DRAWING | | | STATING THAT THE GENERATOR WILL REQUIRE A SEPARATE | | | PERMIT APPLICATION AND PLAN REVIEW AS IT WILL NOT BE | | | REVIEWED UNDER THIS PERMIT. | | | | | | 2) SHEET M-2.2.5: PLEASE SHOW THE MECHANICAL UNITS WILL | | | BE A MINIMUM OF 10 FEET FROM THE ROOFS EDGE OR MEET THE | | | GUARDS REQUIREMENT IN FBC M 304.11 | | | | | | 3) THE DUCT WORK SERVING THE ELECTRICAL ROOMS ON EACH | | | FLOOR IS PENETRATING A FIRE RATED WALL, PLEASE SHOW THE | | | FIRE DAMPER FOR THESE PENETRATIONS ON EACH FLOOR. FBC M | | | 607 | | | | | | 4) PLEASE PROVIDE THE NATURAL VENTILATION CALCULATIONS | | | FOR EACH UNIT. FBC M 402.2 AND 402.3 | | | | | | 5) PLEASE SHOW THE EXHAUST TERMINATION LOCATIONS ARE 3 | | | FEET FROM OPERABLE OPENINGS. FBC M 501.3 | | | | | | 6) SHEET M-4.2.1: UNIT MICRO, UNIT A2, UNIT A3, UNIT | | | A4- PLEASE SHOW WHERE THE NATURAL VENTILATION SOURCE | | | WILL BE IN THESE UNITS AS I DO NOT SEE ANY OPERABLE | | | WINDOWS. FBC 402.2 AND 402.3 | | | | | | 7) SHEET M-4.2.2: UNIT C3, UNIT C3.2- PLEASE SHOW WHERE | | | THE NATURAL VENTILATION SOURCE WILL BE IN THESE UNITS | | | AS I DO NOT SEE ANY OPERABLE WINDOWS. FBC 402.2 AND | | | 402.3 | | | | | | 8) SHEET M-4.2.3: UNIT C4, UNIT C5- PLEASE SHOW WHERE | | | THE NATURAL VENTILATION SOURCE WILL BE IN THESE UNITS | | | AS I DO NOT SEE ANY OPERABLE WINDOWS. FBC 402.2 AND | | | 402.3 | | | | | | 9) SHEET M-4.1.2: UNIT B1 DRYER DUCT INDICATES A TOTAL | | | OF 4 90 DEGREE ELBOWS AND 2 45 DEGREE ELBOWS. THE DRYER | | | DUCT CHART SHOWN ON THE DRAWING DOES NOT PROVIDE A | | | LENGTH FOR THIS DESIGN. PLEASE PROVIDE INFORMATION FROM | | | THE DRYER MANUFACTURER SHOWING A DESIGN FOR THIS MANY | | | 90?S AND 45?S. | | | | | | 10) SHEET M-4.1.2: PLEASE SHOW WHERE THE NATURAL | | | VENTILATION SOURCE WILL BE IN UNITS B1 MASTER BEDROOM, | | | UNIT C3 BOTH BEDROOMS. . FBC M 402.2 AND 402.3 | | | | | | 11) SHEET M-6.2.3: PLEASE PROVIDE OUTDOOR AIR | | | CALCULATIONS BY IDENTIFYING EACH USE OF SPACE INCLUDING | | | CORRIDORS BASED ON THE OCCUPANCY CLASSIFICATIONS OF FBC | | | M TABLE 403.3.1.1 AND 403.3.1.1. | | | | | | | | | | | | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE | | | LETTER ADDRESSING EACH ITEM. | | | | | | MICHAEL EDWARDS | | | MECHANICAL EXAMINER | | | 401 CLEMATIS STREET | | | WEST PALM BEACH FL. 33401 | | | 561-805-6728 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
P |
Date |
2021-12-13 |
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Cont ID |
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| Sent By |
abelisle |
Date |
2021-12-13 |
Time |
21:01 |
Rev Time |
0.00 |
| Received By |
abelisle |
Date |
2021-12-13 |
Time |
17:44 |
Sent To |
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| Notes |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
N |
Date |
2022-03-09 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-03-09 |
Time |
14:02 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-03-09 |
Time |
14:02 |
Sent To |
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| Notes |
| 2022-03-09 14:03:06 | ROOFING SYSTEM TO BE DEFERRED |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2021-12-21 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2021-12-21 |
Time |
14:44 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-12-21 |
Time |
14:44 |
Sent To |
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| Notes |
| 2021-12-21 14:45:08 | SEE BUILDING PLAN REVIEW |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
P |
Date |
2022-04-26 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-04-26 |
Time |
13:26 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-04-26 |
Time |
13:26 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
P |
Date |
2022-03-09 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-03-09 |
Time |
14:31 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-03-09 |
Time |
14:31 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
P |
Date |
2021-12-21 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2021-12-21 |
Time |
15:32 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-12-21 |
Time |
15:32 |
Sent To |
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| Notes |
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| Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
| Rev No |
4 |
Status |
P |
Date |
2022-05-06 |
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Cont ID |
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| Sent By |
dbattles |
Date |
2022-05-06 |
Time |
11:17 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2022-05-06 |
Time |
11:17 |
Sent To |
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| Notes |
| 2022-05-06 11:17:25 | RECEIVED THRESHOLD DOCUMENTATION. | | | PACKET UPLOADED TO FILENET AND ORIGINAL TO STORAGE. |
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| Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
| Rev No |
3 |
Status |
F |
Date |
2022-04-26 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-04-26 |
Time |
13:19 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-04-26 |
Time |
13:19 |
Sent To |
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| Notes |
| 2022-04-26 13:21:03 | THRESHOLD BUILDING | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING | | | PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY | | | BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET | | | IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE | | | "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING | | | THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS". | | | YOU CAN E MAIL ME AND ASK FOR A COPY. | | | | | | A) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B. | | | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD | | | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 553.79(5) | | | FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY | | | THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED | | | TO BE FILED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED | | | AND RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED | | | BEFORE PERMIT ISSUANCE WILL TAKE PLACE. | | | | | | B) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME OF | | | INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME | | | MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED | | | HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL | | | REVIEW THE RESUME. AFTER THE RESUME IS REVIEWED, AN | | | INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES | | | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST | | | MEETING THE ABOVE CRITERIA. | | | | | | C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY | | | FOR THIS TYPE OF CONSTRUCTION. | | | | | | | | | | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | |
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| Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
| Rev No |
2 |
Status |
F |
Date |
2022-03-09 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2022-03-09 |
Time |
14:08 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2022-03-09 |
Time |
14:08 |
Sent To |
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| Notes |
| 2022-03-09 14:09:38 | THRESHOLD BUILDING | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING | | | PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY | | | BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET | | | IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE | | | "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING | | | THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS". | | | YOU CAN E MAIL ME AND ASK FOR A COPY. | | | | | | | | | | | | A) FBC (CITY AMENDMENTS)110.8.1 THRESHOLD INSPECTION | | | PLAN. THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL | | | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A | | | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION | | | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL | | | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING | | | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR | | | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE | | | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE | | | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT | | | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE | | | WITH THE PERMITTED DOCUMENTS. | | | | | | B) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B. | | | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD | | | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 553.79(5) | | | FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY | | | THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED | | | TO BE FILED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED | | | AND RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED | | | BEFORE PERMIT ISSUANCE WILL TAKE PLACE. | | | | | | C) THRESHOLD BLDG. REQUIRED STATEMENT: W.P.B. AMENDMENT | | | 110.8.4.4 ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED | | | TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF | | | RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF | | | THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND | | | SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM | | | BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS | | | AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH | | | THIS SECTION AND CHAPTER 633 FLORIDA STATUTES. | | | | | | D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME OF | | | INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME | | | MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED | | | HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL | | | REVIEW THE RESUME. AFTER THE RESUME IS REVIEWED, AN | | | INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES | | | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST | | | MEETING THE ABOVE CRITERIA. | | | | | | E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY | | | FOR THIS TYPE OF CONSTRUCTION. | | | | | | F) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES, | | | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT | | | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING | | | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND | | | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING | | | DOCUMENTS BY THE CONTRACTOR. | | | | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected] | | | |
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| Review Stop |
THRESHOLD |
THRESHOLD INSPECTOR DOCUMENTS |
| Rev No |
1 |
Status |
F |
Date |
2021-12-21 |
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Cont ID |
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| Sent By |
rmcphers |
Date |
2021-12-21 |
Time |
14:45 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-12-21 |
Time |
14:45 |
Sent To |
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| Notes |
| 2021-12-21 14:47:27 | THRESHOLD BUILDING | | | | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | NOTE: THIS STRUCTURE IS CONSIDERED A THRESHOLD BUILDING | | | PER FS 553.71 12) "THRESHOLD BUILDING" MEANS ANY | | | BUILDING WHICH IS GREATER THAN THREE STORIES OR 50 FEET | | | IN HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPANCY | | | CLASSIFICATION AS DEFINED IN THE FLORIDA BUILDING CODE | | | WHICH EXCEEDS 5,000 SQUARE FEET IN AREA AND AN OCCUPANT | | | CONTENT OF GREATER THAN 500 PERSONS. | | | | | | PLEASE READ AND FILL OUT THE REQUIRED DOCUMENTS PER THE | | | "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING | | | THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS". | | | YOU CAN E MAIL ME AND ASK FOR A COPY. | | | | | | | | | | | | A) FBC (CITY AMENDMENTS)110.8.1 THRESHOLD INSPECTION | | | PLAN. THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL | | | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A | | | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION | | | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL | | | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING | | | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR | | | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE | | | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE | | | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT | | | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE | | | WITH THE PERMITTED DOCUMENTS. | | | | | | B) THRESHOLD INSPECTOR: WPB AMENDMENT 110.8.1 W.P.B. | | | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD | | | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY 553.79(5) | | | FLORIDA STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY | | | THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED | | | TO BE FILED OUT BY ALL PARTIES WITH INTEREST, NOTARIZED | | | AND RETURNED TO THIS OFFICE, AND REVIEWED AND APPROVED | | | BEFORE PERMIT ISSUANCE WILL TAKE PLACE. | | | | | | C) THRESHOLD BLDG. REQUIRED STATEMENT: W.P.B. AMENDMENT | | | 110.8.4.4 ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED | | | TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF | | | RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF | | | THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND | | | SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM | | | BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS | | | AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH | | | THIS SECTION AND CHAPTER 633 FLORIDA STATUTES. | | | | | | D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME OF | | | INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME | | | MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED | | | HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL | | | REVIEW THE RESUME. AFTER THE RESUME IS REVIEWED, AN | | | INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES | | | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST | | | MEETING THE ABOVE CRITERIA. | | | | | | E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY | | | FOR THIS TYPE OF CONSTRUCTION. | | | | | | F) 110.8.4.3 ALL SHORING AND RESHORING PROCEDURES, | | | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT | | | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING | | | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND | | | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING | | | DOCUMENTS BY THE CONTRACTOR. | | | |
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| Review Stop |
Z |
ZONING |
| Rev No |
4 |
Status |
P |
Date |
2022-05-17 |
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Cont ID |
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| Sent By |
aaponte |
Date |
2022-05-17 |
Time |
10:56 |
Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2022-05-17 |
Time |
10:56 |
Sent To |
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| Notes |
| 2022-05-17 10:58:48 | PROVISO: | | | STREET LIGHT INCLUDED IN SHEET L8-401 SHALL BE CHANGED | | | TO COMPLY WITH DOWNTOWN LIGHT STANDARDS. | | | LANDSCAPE NOT INCLUDED IN THIS APPROVAL. | | | MECHANICAL EQUIPMENT ON ROOF SHALL BE SCREENED WITH A | | | WALL OR SCREENING AS TALL AS THE EQUIPMENT. |
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| Review Stop |
Z |
ZONING |
| Rev No |
3 |
Status |
F |
Date |
2022-03-24 |
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Cont ID |
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| Sent By |
aaponte |
Date |
2022-03-24 |
Time |
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Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2022-02-24 |
Time |
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Sent To |
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| Notes |
| 2022-03-24 09:01:48 | 1. SATISFIED. COMMENT FOR NORTH BUILDING - PREVIOUS | | | COMMENT:SIDEWALK ELEVATION SHALL BE MAINTAINED ACROSSED | | | GARAGE DRIVEWAYS ON 8TH AND EUCALYPTUS. PLEASE INCLUDE | | | DETAILS IN CIVIL DRAWINGS TO ENSURE COMPLIANCE. | | | 2. SATISFIED. A PORTION OF THE PUBLIC OPEN SPACE NEEDS | | | TO BE INDICATED AS PRIVATE TO COMPLY WITH 25% REQUIRED. | | | THE SPACE COULD REMAIN AS PART OF THE PUBLIC OPEN SPACE | | | DESIGN, IT JUST NEEDS TO BE SHOWN IN THE CLASSIFICATION | | | OF THE PRIVATE TO CONFIRM COMPLIANCE (SHEET A-03) | | | 3. SATISFIED. ALL CALCULATIONS AND INFORMATION ABOUT | | | COMPLIANCE WITH THE OPEN SPACE REQUIREMENTS SHALL BE | | | INCLUDED IN THE LANDSCAPE SUBMITTAL. | | | 4. SATISFIED. PLEASE PROVIDE PHOTOMETRICS TO CONFIRM | | | THE 0.6 FOOTCANDLE MINIMUM REQUIRED AT THE CURB ONE | | | FOOT ABOVE GRADE IS MET. | | | 5. SATISFIED. PLEASE ENSURE THE SFX SLIPFITTER IS BEING | | | USED.- PREVIOUS COMMENT:PROPOSE STREET LIGHT FIXTURE | | | DOES NOT MATCH DOWNTOWN STANDARD. LIGHT FIXTURE TO BE | | | INSTALLED ALONG THE STREET SHALL MATCH THE DOWNTOWN | | | STANDARD. PLEASE ADJUST. | | | 6. SATISFIED - COMMENT FOR NORTH BUILDING - PARKING | | | SPACES FOR GUEST AND RETAIL SHALL BE INDICATED ON | | | DRAWINGS AND SIGNS SHALL BE PROVIDED IN GARAGE. HOW DO | | | GUESTS AND RETAIL CLIENTS GET ACCESS THROUGH THE GATE? | | | 7. SATISFIED.- PLEASE PROVIDE A COMPLETE ELEVATION OF | | | THE BRIDGE. | | | 8. SATISFIED - PLEASE PROVIDE INFORMATION ON THE FDOT | | | APPROVAL OF THE PROPOSED CHANGES ALONG DIXIE HIGHWAY. | | | 9. PARTIALLY SATISFIED - . 93.3 LF OF SEATING REQUIRED | | | IN THE POS, PLEASE INDICATE HOW IS THE SEATING IS | | | PROVIDED - PREVIOUS COMMENT:PLEASE PROVIDE INFORMATION | | | ABOUT THE SEATING WITHN THE PUBLIC OPEN SPACE AND ANY | | | PRIVATE OPEN SPACE LOCATED ALONG THE STREET. | | | 10. SATISFIED - PLEASE CONFIRM THAT THE SCORE LINE | | | PATTERN INCLUDED IN THE SITE PLAN APPROVAL IS | | | MAINTAINED. | | | 11. SATISFIED - PLEASE PROVIDE AN EXHIBIT INDICATING | | | THE LOCATION OF ALL ABOVE GROUND UTILITY CONNECTIONS | | | LOCATED ALONG THE FRONTAGE LINE. NO ABOVE GROUND | | | UTILITIES CAN BE LOCATED WITHIN THE MINIMUM SETBACK. | | | 12.SATISFIED - A SEPARATE PERMIT SHALL BE SUBMITTED FOR | | | LANDSCAPE, IRRIGATION AND STREET LIGHTS. | | | 13.SATISFIED - COMMENTS FOR NORTH BUILDING- PLEASE | | | PROVIDE INFORMATION ABOUT THE PROPOSED LIGHTING INSIDE | | | THE GARAGE TO CONFIRM THE SOURCE IS HIDDEN FROM | | | EXTERIOR VIEW. | | | FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA | | | APONTE AT 561-822-1439 | | | |
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ZONING |
| Rev No |
2 |
Status |
N |
Date |
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Cont ID |
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| Sent By |
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Date |
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Time |
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Rev Time |
0.00 |
| Received By |
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Date |
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Time |
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Sent To |
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| Notes |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2022-01-14 |
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Cont ID |
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| Sent By |
aaponte |
Date |
2022-01-14 |
Time |
15:59 |
Rev Time |
0.00 |
| Received By |
aaponte |
Date |
2022-01-14 |
Time |
15:59 |
Sent To |
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| Notes |
| 2022-01-14 16:01:36 | 1. SIDEWALK ELEVATION SHALL BE MAINTAINED ACROSSED | | | GARAGE DRIVEWAYS ON 8TH AND EUCALYPTUS. PLEASE INCLUDE | | | DETAILS IN CIVIL DRAWINGS TO ENSURE COMPLIANCE. | | | 2. A PORTION OF THE PUBLIC OPEN SPACE NEEDS TO BE | | | INDICATED AS PRIVATE TO COMPLY WITH 25% REQUIRED. THE | | | SPACE COULD REMAIN AS PART OF THE PUBLIC OPEN SPACE | | | DESIGN, IT JUST NEEDS TO BE SHOWN IN THE CLASSIFICATION | | | OF THE PRIVATE TO CONFIRM COMPLIANCE (SHEET A-03) | | | 3. ALL CALCULATIONS AND INFORMATION ABOUT COMPLIANCE | | | WITH THE OPEN SPACE REQUIREMENTS SHALL BE INCLUDED IN | | | THE LANDSCAPE SUBMITTAL. | | | 4. PLEASE PROVIDE PHOTOMETRICS TO CONFIRM THE 0.6 | | | FOOTCANDLE MINIMUM REQUIRED AT THE CURB ONE FOOT ABOVE | | | GRADE IS MET. | | | 5. PROPOSE STREET LIGHT FIXTURE DOES NOT MATCH DOWNTOWN | | | STANDARD. LIGHT FIXTURE TO BE INSTALLED ALONG THE | | | STREET SHALL MATCH THE DOWNTOWN STANDARD. PLEASE | | | ADJUST. | | | 6. PARKING SPACES FOR GUEST AND RETAIL SHALL BE | | | INDICATED ON DRAWINGS AND SIGNS SHALL BE PROVIDED IN | | | GARAGE. HOW DO GUESTS AND RETAIL CLIENTS GET ACCESS | | | THROUGH THE GATE? | | | 7. PLEASE PROVIDE A COMPLETE ELEVATION OF THE BRIDGE. | | | 8. PLEASE PROVIDE INFORMATION ON THE FDOT APPROVAL OF | | | THE PROPOSED CHANGES ALONG DIXIE HIGHWAY. | | | 9. PLEASE PROVIDE INFORMATION ABOUT THE SEATING WITHN | | | THE PUBLIC OPEN SPACE AND ANY PRIVATE OPEN SPACE | | | LOCATED ALONG THE STREET. | | | 10. PLEASE CONFIRM THAT THE SCORE LINE PATTERN INCLUDED | | | IN THE SITE PLAN APPROVAL IS MAINTAINED. | | | 11. PLEASE PROVIDE AN EXHIBIT INDICATING THE LOCATION | | | OF ALL ABOVE GROUND UTILITY CONNECTIONS LOCATED ALONG | | | THE FRONTAGE LINE. NO ABOVE GROUND UTILITIES CAN BE | | | LOCATED WITHIN THE MINIMUM SETBACK. | | | 12. A SEPARATE PERMIT SHALL BE SUBMITTED FOR LANDSCAPE, | | | IRRIGATION AND STREET LIGHTS. | | | 13. PLEASE PROVIDE INFORMATION ABOUT THE PROPOSED | | | LIGHTING INSIDE THE GARAGE TO CONFIRM THE SOURCE IS | | | HIDDEN FROM EXTERIOR VIEW. | | | FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA | | | APONTE AT 561-822-1439 |
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